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| 1 | Scarifying or picking gravelled macadam or bituminous macadam surfaces in area not exc 400 sqm exc 50mm and n exc 100 deep complete all as specified and directed. |
| 2 | M & L for demolition of base course/ sub base course of flexible pavement i.e broken stone boulders, quarried stone, coarse aggregates of WBM etc in any position and depositing where ever directed complete all as specified & directed |
| 3 | M&L for Laying and compacting 150 mm thick (compacted thickness) Granular Sub Base Course (GSB) grading as per Grade II as specified Table 900-1 of MoRTH specifications or Road and Bridge works, 5th revision,2013, in a single layer over compacted subgrade with natural sand, crushed gravel, crushed stone, crushed slag or combination thereof as per the grading required The materials are mechanically mixed, spread and leveling on the subgrade by using motor grader of adequate capacity, and rolling with vibratory roller of capacity 80-1 00 KN static weight for achieving required compaction density of atleast 98% of the Maximum Dry Density. Consolidating to required gradient and camber complete all as specified and directed with finished surface tolerances as per Table 900-1 of MoRTH specifications for Road and Bridge works,5th revision, 2013 complete all as specified and as directed by Engr-in-Charge. |
| 4 | M&L Laying and compacting 75 mm thick (compacted thickness) Wet Mix Macadam (WMM) grading as per table 400-13 of MORTH specifications for Road and Bridge works,5th revision, 2013 manufactured in WMM plant material comprising of clean, crushed, graded aggregate and granular material premixed with water to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-100KN static weight and consolidating to required gradient and camber complete all as specified and directed.The finished surface tolerances to be as per Table 900-1 of MaRTH specifications for Road and Bridge works 5th revision, 2013, complete all as specified & directed. |
| 5 | Ditto- ser item no 04 as above but for 150 mm thick (compacted thickness ) WMM laid in two layers of 75 mm each complete all as specified and directed by Engr-in-Charge. |
| 6 | M & L for applying evenly a priming/tack coat with bituminous primer Paving bitumen) VG-10 @ 10 kg per 10 sq metre complete all as specified and directed. |
| 7 | M&L for premix bituminous, macadam using with paving bitumen VG-10 of any penetration of consolidated thickness n.exc 75mm with 4% binder content by weight of total mix, laid & rolled and compacted to required gradient and camber with 8 to 10 tonne power roller complete all as specified and directed by Engr-in-Charge. |
| 8 | M & L for applying evenly a priming/tack coat with bituminous primer Paving bitumen) VG-10 @ 5 kg per 10 sq metre over old black top surfaces complete all as specified and directed. |
| 9 | M&L for bituminous premix asphaltic semi dense concrete, 40 mm (consolidated thickness) with 6.5% paving bitumen binder of VG-10, by weight of total mix, rolled and compacted to required camber and gradient with 8 to 12 tonne capacity power roller to a uniform smooth surface as specified and as directed by Engineer-in-Charge. |
| 10 | M&L for bituminous premix asphaltic semi dense concrete, 30 mm (consolidated thickness) with 6.5% paving bitumen binder of VG-10, by weight of total mix, rolled and compacted to required camber and gradient with 8 to 12 tonne capacity power roller to a uniform smooth surface as specified and as directed by Engineer-in-Charge. |
| 11 | Dismantling Stone slabs and tiles of any description or thickness in floors, aprons etc. complete all as specified and directed. |
| 12 | M& L for Factory made, Machine pressed precast concrete interlocking paver block any shape and size with grey cement and pigment confirming to IS 15658-2006 of 80 mm thickness M-40 Grade complete all as specified and directed. |
| 13 | Demolition of cement concrete (unreinforced) in ground floors and pavings not exceeding 15 cm thickness.(below or above ground level) complete all as specified and directed. |
| 14 | M&L for 100mm thick PCC 1:2:4 type B-2 (using 40mm graded stone aggregate) as in, sub-base to flooring & apron etc complete all as specified and directed. |
| 15 | M & L for Sand filling under floors or in foundations including watering and consolidation complete all as specified and directed. |
| 16 | M&L for 200 mm thick (spread thickness) soiling (or sub base) with broken boulders or quarried stones (granite or trap or basalt stones) of size rang 100 mm to 150 mm, deposited, spread, levelled in one layer, interstices filled, surface formed, rolled and consolidated to required gradient and camber with 8 to 12 tonne power roller, complete all as specified and as directed. |
| 17 | M&L for Cement concrete type D-2 1:4:8 (40mm graded aggregate) in foundations, filling,sub base and mass concrete complete all as specified & directed by Engr-in-charge. |
| 18 | Demolition of Brickwork or stone/precast block/ boulder masonry, built in cement/lime mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles etc. complete all as specified and directed. |
| 19 | M&L for factory made Pre-cast cement concrete as in block masonry with solid blocks, Type C-1 , 1:3:6 (20 mm graded aggregate) exc. 10 cm in width and setting in cement mortar 1:6, complete complete all as specified and directed. |
| 20 | M&L for rendering 15 mm thick faces of brick work or stone masonry or concrete surfaces in cement mortar 1:4 and finished fair and even without using extra cement incl addition thickness provided as floating/setting coat including mixing only water proofing compound as per manufacturer's instructions on external walls complete all as specified and as directed. |
| 21 | M&L for preparing newly plastered surfaces of wall and applying two coats of cement based paint over a coat of primer complete all as specified and as directed. |
| 22 | M & L for laying hot applied thermoplastic compound (paint) 2.5mm thick including reflecting glass beads incl cost of all materials, labour, machinery, T & P etc required for proper completion of work incl all other charges. Th e finished surfaces to be level, uniform and free from streaks and holes as per MORTH specification No 803 as per IRC. Painting lines, dashes, arrows, letters etc on roads, pavements and the like exc 10cm wide with road marking paint white, golden or yellow complete all as specified and as directed. |
| 23 | M & L for Moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering and consolidation with power roller complete all as specified and as directed. |
| 24 | Demolition and breaking up 600mm bore dia drain pipes (salt glazed earthen ware, AC or reinforced concrete), set in cement mortar complete all as specified and as directed. |
| 25 | M&L for Reinforced concrete pipes, class NP2, 600 mm bore, laid and jointed complete with collars and laid and jointed in cement mortar 1:1 complete all as specifed and as directed. |
| 26 | M & L for PCC 1:3:6 type C2 (using 40 mm graded granite stone aggregate) in concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for pipes of 600 mm bore complete all as specified and directed. |
| 27 | M&L for cement concrete type B2 1:2:4 (40 mm graded aggregate) in surface channels and drains including necessary Form work complete all as specified and directed. |
| 28 | Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and directed. |
| 29 | M&L for framed work such as grills, gratings, etc with ends of bars shouldered and/or riveted or forged into spikes, framed guard bars, barred iron doors, ladders, framed balusters; walk ways, railings frame work of water tanks and similar works conforming to Fe-290. Gde E-165 complete all as specified and directed. |
| 30 | Mild steel bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed. Please Enable Macros to View BoQ information |
